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HomeMy WebLinkAboutCD 11-11; ROBERTSON RANCH PA 18; Consistency DeterminationRECREATION SUMMARY PA:S-UNITS S"fi/NIT RE()'/) REQ'O REC (SC-) REC PROVl()E{J ON-SIT£' REQ'/) 75!f ACTTIIE ACllllE PROVIOEO' AClll!E NEEOEO AT PA 19' I 15 I 78 IOI) 7,IJ()() 1,800 5,IJ5I) 6,647 16 2 85 200 11,000 21320 12.750 1'698 f7 I J. 109 200 21,IJ()() 19,676 16,350 9,095 --18 I 110 200 22.000 10.009 16,50!) 10.009 21 81 200 16.80!) 10.360 12.600 /(1360 TQTAI. RR RESIO£HTAI. ~ N/A ,1(/(J 69,10, 64,05() .,,809 19 (5) N/A N/A il,560 68.785 TQTAI. RR IIASTCR FUN 12&1)6() 131.950 (!) RECREATTON AREAS PROVIOEl) ON-SITE. S.O.P. 06-01 (2) LOTS 307 ,t 308 (J) LOTS 305 ,t 306 PA 19 AREA PROVIOEO LESS MP-REOUIREO AREA (I) LOT 309 (5) LOT 6 OF CT 02-16 "EXa/JOES SI.OPES OVER S!f !NOi PURPOSE I P/PEUNE LESS RESIOENTTAL -REOUIREO AREA S/JRPll.lS AClll!E REC. AREA PA 19 TOTAL stJRPI./JS REC. AREA EASEMENTS OF RECORD EASfJl£NlS PER PRWl,f/NARY llllE REl'(RT BY FIHST AN£RICAN llllE INSVfW(C£ CGM'ANY. NO. 2386895 (06), 0A TED 02-27=07 OWNER DOCUMENT C.11. w.o. Bl( 1796 "' 112 O.R. REC. DATE DISPOSITION 7-11 1930 ,.,, uraA//J PER PR 06-7~ 2 PR/VAT£ ROAO TARRY Bl( 6140✓ >r. 102 O.R. 9-10-1951 TO ,, 3 PR/VAT£ ROAO UDO LANO CO. 8/( 1016/M 536 0.R. 4-1-1958 TO REMAIN I PIPEUNES C./1. w.o. FILE NO. 1852 O.R. 1-4-196.J TO REMAIN ----- 5 ROAO CARlS&40 OOC. 200J-IIH299 11-25-200J TO REMAIN -----~----- fl ORA/NACE CARlS&40 OOC. 200J 11/IJOI 11-25-200,J TO REMAIN 1YATER QUALITY REOVIREO TREATMENT CONTROL BMP TABLE MAINTENANCE MAINTENANCE lYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCY FllTER STORM ORAIN /NlET BASKETS HOA CClfRS .t BMP ll"ARlY W/ HWROBARBON ABSORPTlON IIA/NlfNANCE ACREEMENT 810 Fil lRA 110N IIECETA T£0 SWAl[ HOA CClfRS .t BMP ll"ARlY P.A. 20 LOT 1 MAP 15608 MAINTENANCE ACREEMENT 68,185 (13,560} (1#.?fJ 5,790 GENERAL NOTES FOR P.A. 18 PARKING SUMMARY ,i ' ASSl"SSORf PARCEi. Na ~ . REQUIRFD i - 52 1,255 6. '191 2,240 16.0J8 RESIOENT TOTAl A~S. • • • . • /68-371-J2 lhru 67, /Na.; l68-31J-01 Inn; 11, /Na. . 21.3 AC. RESIOENT' VISITOR" RECREATION AREA {.CARACEl ' EXISTING Z9,!IING • . • . . • . . . . • • . P-C (P/.ANNEO COMWNITY) . RO-Al PA 18: 220 JO 0 220 - PROPOSED VISITOR (.ON-S1REETJ. Ill 1./NOERl Y!Nf ZONE PER ROSERTSON RANCH /1.P. . . . PROPOSEO ZONIN(; • • . . . . EXISllN(; GENERAL Pl.AN 0£S/GNA 110N • NO CHANCE . RM • PO ORO/NANCE REOUIRES A 00 CAR CARAIX PER S/NCl£ FAM/l Y OPEll!NC. "PO ORO/NANCE REOIJIRES 5 VISITOR PARK/NC ~ACES FOR THE FIRST 10 I.IN/TS Pll.lS 1 ~A!T FOR EACH I I.IN/TS ABOIIE 10. PROPOSEO GENERAL PLAN 0£SIGNA 110N . RESIOENllAl LOTS. RECREA 1IOii,, AREA LOTS. HOA LOTS !. OPEN ~AC£ LOTS. TOTAL LOTS. OENSITY. ! I.INOEIHQ01Bl£ AREA. AOT. . SCHOa OISTRICT • I ' WATER 0/SlRICT. Sl"MR 0/SlRICT. SEMR 0£/.fANO . A VERA CE w1 T£R OEIIANO • i PEAK WA!llf OEMANO (FIRE). I PO TAB/.[ WATER PRESSURE ZONE. EARTHOORK. TOPOGRAPHIC SOURCE. I ' ©2007 ;o·oay Consultants, Inc. • NO CHANflE . 110 (LOTS/ 195 lhru 304. /Na.) . I {LOT 309) . 5 (LOTS/ 3/f, 328 lhru JJf, /Na.) . 0 • 116 . 5.2 OU/ACRE . N/A . /,IOI) AOT (110 UNITS ,r 10 AOT/ UNIT) . CARlSBAO I.INIF/£0 SCHOOi. 0/SlRICT • CARlS&40 MUNICIPAL WATER OISTRICT • CITY OF CARlSBAO . 21,200 {;P{) (110 OI.I) = .021 !,((;{) I £0/./ = 220 (Pl} . 60. 50!) (;pl) (110 UNITS X 550 {;P{)/IINIT) .15()(} GP/J • H6'l 255 • (SEE 6/?AOING ANALYSIS) . C. T. 0-1-26 G:\011014\118f,CDD1.dwg Jul 2~. 2011 4:17pm Xtefa: 0114GSI 1 ; 1180CD: 0114BGRD-REV; 0114BSTR: 01148MAP: 0114TP-G: 0114AMAP UNIT TYPE SUMMARY PLAN 1 (ONE STORY) Pl.AN IX (BONI.IS ONE STORY PLAN 2 (00 STORY)_ Pl.AN 3 (00 STORY) 11 (15.S!f} 13 {11.8%} 39 (35.4%} -II (37.3%) GRADING ANALYSIS Cl.IT: Fill: N/A ( N/A 5 6/?AOEO PITH C. T. 04-26 FLOOD ZONE DESIGNATION CITY OF CARlS&40 F/Rl,I MAP No. 06013 C 0168F .t 0768F OA T£0 ,.()NE 19, 1991 ZONE)( -AREAS OIJTS/0£ THE 500 ll"AR flOOO PLAIN ANO ZONE A£ -BASE fl()()() ElEVA llONS OET£RMINEO LEGAL DESCRIPTION lOT NIJMBE.RS 195 !HRO/JCH 304 /Na/JS/VE; PER MAP NQ 15682, FllEO IN THE OFf7C£ OF THE CO/JN TY RECOROER OF SAN 0/ECO COi.iN TY AS Fil£ NQ2008-019291/ ON APRIL /f,20()8. LOT SIZE SUMMARY SEE SHEET 2 JJ;/ [}[}35 I; .. ~-·~:~' j·""[;s.::, ." -·-'·'., /:3{~~ RECREATION AREA (PA-19l I; I; I; I; I/ KEY MAP SCALE: I• = 400' PJJ;/ 17fJB5 o' 1 oo· 400' 200' 800' 1 (6 PS+ 1 HC) SCALE: 1" = 400' OWNER/DEVELOPER • O.R. HORTON 2280 WAROlOW CtRa.£, SUIT£ 100 CORONA, CA. 92880 951-212-!J/X/O ~ BY:~ OAT£: :;t-,2.(,.// 1rs:d,~ c:✓> ,h(dvr ,. BY: ---------OAT£· ---- ITS: ______________ _ / NO I 10 SC/ILF PACIFIC OCEAN SITE I . L--cri L .. , ~~~~~~." AVc -~ {:: ;_'< 7 .a,-' ~z ~ CIVIL ENGINEER/LAND SURVEYOR \ CITY OF tNCINITAS ,-1 I 0 VAY CONstJl TANTS, /NC, 2110 L()l([R A VD/I.IE PEST, SUIT£ 100 CARlSBAo, CA. 92010 (760) 931-1700 CONSISTENCY DETERMINATION EXHIBIT FORPROJECTNO. P.IJ.0. 06-1-l{A) (~ QCJo Date: 7 /27 {J) Don Neu, Planning Director ~'i'-()fESS1s ~~E Oo_,;.; 't, "' -i3 NO. 32014 Ii\ 'Ii EXP. 12/31/12 '.} * VICINITY MAP NO SCALE BENCHMARK: DESCRIPTION: STANOARO 1,1-/0 SlREET CDIT£Rl/NE llflL MONUMENT LOCATION: CDIT£Rl/NE OF El CAMINO REAL AT ENG/NEER's STA 110N 151+ 92 PER R.S 1800-1 SH££T I OF 5 SH££TS . U.JJ. 06-14(A) C.JJ. 11-11 CONSIS~ 'jVCY DETERMINATION P. U.D. AME 1 1JMENT FOR ROBERTSON RANCH EAST VIL AGE PLANNING A 'EA 18 LEGEND SVBOIVISION 8()1JN0ARY •..........•.........•.•..•.. PROPOSEOlOTLINE ..........................•.... l OT NUMBER . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNIT TYPE elJ PROPOSEO PAO ElEVA 110N. . . . . . • • • . • • . • . • . . • • • • • • . • . 126.7 EXISTING CONTO/JRS . • . . . . . . . . . . . . . . . . . • . . . . • . . . . . -·------···-,?50 -- EXIST/NC WATER MAIN . . . . . • . . . . . . . • . . . . . . . • . . . . • . • . EXISTTNC Bl.OW-OFF VAl IIE . . ..•.........•......... EX/SllNC MAN/JAL AIR RELEASE VAL IIE . . .............. . EXIS TINC SEMR MAIN .t A.H. • . . . . • . . . • . • . • . . . . . . . . ! . . ' £XIS llNG SEl/0? FORCE MAIN .t A.H. . . . . , . • . • . . . . . . . . _; . . EXISTTNC STORM ORA/N .. , ....................... • .. EX/SllNG FIRE HYORANT . • . . . . . . . . . . . , . . . . . . . . • . . . . . EX!SllNG S1REET UCHT. . . . . . . . . . . . . . . • . • . . . . . . . . . . PROPOSEO HANO/CAP RAMP. . . . . . . . . . . . . . . . . . • . • . .•. PROPOSEO ORIIIEWAY APPROACH. . ...............•.... PROPOSEO CONCRETE: CROSS-CUTTER ........•.•..•.•.... EXISTING S0/JNOWAll ...................•.•..... PROPOSED SPLIT FACE/OECORA lll!E RETAINING WAll ....... . f:}§f~lJ/ffiJ/2: I MAX} ... ' . . . . . . . . . . . . . • . . . . . . . 6/?AOEO SWALE . . . . . . . . . . • . . . . . • . . • . • . • . . • . • . • . . . PROPOSEO WATER MAIN . . . . . • . . . . . . . . . • . . . . . . . • . . . . PROPOSEO FIRE HYORANT ......................•.. , .. PROPOSEO SEPER MAIN ,t A.H. , . . . . . . . . . • . . . . . . . . . . . . PROPOSEO STORM ORAIN ,t C. 0. . . . • . • . • . . • . • . . . . . . . . . . PROPOSEO CURB INLET. . . . . . . . . . . • . . . . . . . . . . . . . . . . . PROPOSEO STREET LICHT. . . • . • . . . . . . . . . . . . . . . . . • • . • . REAR YARO RECREA T!ON AREA . . . . . • . . . . . . . . . . •.•. MP-150(/f) SECTTON Vlll(BX2XJ) {15'x15' FOR S/NCl.£-STORY .t 1,1()1)/FIEO S/NCt.£-STORY; 18'xt8' FOR TIKJ-STORY) HO/JS£ PITH ENHANCED. . • . . . . . . . . . . . . • . . . . . . . . . . . . . S/0£ ElEVA 110/tl ----i/J>- -----{)------s ------ -----{>-----FM- -ll o--------J=l OR ~ ~ J l ~,-,:,,:k. > :,, ---w--- -I ---+----0---G-- --a REVISED: M Y 5, 2011 REVIS£(): Al.IC. 20. 2008 REVISED: MA Y I, 2008 REV/SEQ• OEC. 12, 2001 REV/SEO: OCT. 15, 2001 PREPAREO: Al.IC. 21]. 2001 RO 'ERTSON RANCH I PA-18 SHEET I or 5 SHEETS ESIGNED BY: ~K~.H·~-DATE: NJG. 2007 RAWN BY: J.S. SCALE: IS SHOWN ROJECT MGR.· G.0. JOB NO.: 09-1270 NC,NEER OF WORK RECOMMENDED BY:_!Ota..ll!.· ~· ~A.'2.ldf!:CCoi:Y!!!.<...· ___ _ ?h?jao,1 /VI\.. ~ RECORD FROM: COUNTY 8D/CH L[IHS (NO. COUNTY IIERT. CONTROl OATA) 2710 Loker A-.e. West Suite 1 00 Corlsbod, Colifor. :o 92010 760-931-7700 F .. :iw: 760 931 -8680 www. odoycons 1Jltonts.cam Civil Engineering Planning Processing S1Jrveying DATE: ELEVATION: 68.419 OATVII.· I.I.SC. .t GS. SHEET 2 ors SHEETS P. ll.D. 06-14(A) 'i PLANNING AREA 18 C.D. 11-11 I REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED PAD PAD FRONT YARD FRONT YARD SIDE YARD SIDE YARD PAD PAD FRONT YARD FRONT YARD SIDE YARD SIDE YAR~ PAD PAD FRONT YARD FRONT YARD SIDE YARD SIDE YAR~ LOT A LOT AREA PAD AREA PLAN 1 COVERAGE COVERAGE SETBACK SETBACK SETBACK 2 SETBACK 2 LOT A LOT AREA PAD AREA PLAN 1 COVERAGE COVERAGE SETBACK SETBACK SETBACK 2 SETBACK LOT# LOT AREA PAD AREA PLAN 1 COVERAGE COVERAGE SETBACK SETBACK SETBACK 2 SETBACK 195 5282 SF 4961 SF JA-R 4at% lj.9:l flJ' -8.6' 9. ()' 236 5l8J SF 4500 SF JB 43.9% 48.4% Ja5' 12.0' 8.5' 9.5' 277 5165 SF 4665 SF IC-R 52.4% -tao' -- 196 5114 SF 48/J SF 28 41.1% 41.1:l 18.1' 20.0' 11.J' 2Jl 5018 SF 4529 SF IXA 54.2% 51. 1:t tao· -9.6' 218 5152 SF 4152 SF JB-R 41.5% -,a5' -8.5' - 197 5226 SF 4878 SF I5.J' .. 8.5' 9.0' 13.3' ff.()' 11.1' 1a5' 4861 fr -tao' I JC 40.5% 14.1% -238 5733 SF 4902 SF I8-R 49.9% 5o.0% 219 5161 SF IXC-R 50.JJ( --- 'i 198 6368 SF 6080 SF 12.8' ---·-~-14.7' -9.J' 9.0' --· ~-~ I5.J' 8.5' 2A JJ.0% J2.5:t --2]9 5300 SF 4586 SF JA-R 4J.JJ( 415:t 12. /' -280 5199 SF 4997 SF JA-R 39.8% --- 199 516J SF 4788 SF J8 41.2% 45.5:t I5.J' -8.5' 10.8' 240 5310 SF 46J2 SF /XC-R 52.8% 52.9% 14.3' /1.0' 9.6' 281 525J SF 5008 SF 28-R 40. 1% --18.9' -- ' . -----200 5400 SF 4669 SF IC 52.3% 52.5:t 10.0' -8.6' 241 5469 SF 4774 SF 28-R 42.1% 4I.4:l 11.1' -10.7' 12. I' 282 5455 SF 5112 SF JC-R 382% -15.4' -I0.J' - 201 5430 SF 4590 SF 28 4J.7% lj./% 18.1' 19.9' 8.5' 11.J' 242 5725 SF 5084 SF 38 R 38.8% 42.9% -·--· 9.3' Ia3• 11.1· 10. o· 18.6' -283 5061 SF 4191 SF 2A-R 41.9% --- 202 5562 SF 4766 SF J;4 11.4% 45.7:t /1.3' 12. 9' 8.5' 9.2' 243 5389 SF 4719 SF 2A-R 42.0% ,f.f.J:t 162' -9.9' /1.3' 284 5296 SF 5035 SF I8-R 48.5% -10.0' -- 203 5600 SF 4714 SF r/XA 11.0' /1.4' 8.6' 16.1' 9.J' 9.0' -· f-18.4' 20.5' 42.6% 520% -244 5532 SF 4892 SF JC 40.4% 41.6:t 18.!' 285 6631 SF 5585 SF JC 35.3% ---- 204 6065 SF 4499 SF 2C 54.5% lj.9:l 12.6' 11.1· 11.J' 245 6656 SF 5938 SF 2C 3J.8% 33.3% IJ.6' 19.1' 18. ,· -286 7795 SF 6991 SF 2C 28.7% -10.0' -52.1' - --12.--Y-. -~--- -~--· - 205 5047 SF 4537 SF J8 43.5% -18.0% /1.1' -8.5' 9.0' 246 5/18 SF 5118 SF IA 418% 419:t 16.2' 281 4814 SF 4521 SF IA 54.2% -12.8' -- 206 6585 SF 5571 SF IA 44.0% /1.6' -16.6' -241 5412 SF 5412 SF JC 36.5% 403% 22.4' 21.6 10.9' 11.4' 288 4792 SF 4592 SF JC 4J.0% -13. 7' -8.5' - 19.8' 9.6' /1.7' 9.9' 11.3' r --18. 7' 207 5996 SF 5444 SF IXC-R 44.9% 45.0:l -248 5000 SF 5000 SF 2A 40.2% 39.5% -289 4782 SF 4582 SF 28 418% --- 208 5070 SF 5025 SF 28-R 39.9% 39.3% 116' 18.I' 11.J' 249 5000 SF 5000 SF J8 39.5% 43.6% I5.J' -8.5' 9.0' 290 7201 SF 6901 SF JA 28.8% -13. 4' -8.5' -- 209 5436 SF 5381 SF JA 36.9% 405!1 117' -10.2' 9.0' 250 5029 SF 5029 SF /XC 48. 6% -18.1% 10.0' -9.6' 291 4881 SF 4681 SF 2C-R 42.9% -11.1' -8.9' - 19.4;----·-~ 10.5' 8.5' 210 6688 SF 5388 SF 2A-R J1J% J6.1:l -20.5' -251 5062 SF 5062 SF JC-R 39.JJ{ Af 1:l 16.5' -8.5' 9.0' 292 4898 SF 4698 SF 38-R 42.0% --- -211 10.5' 9.4' --10.0' 5009 SF 5009 SF J8 J/J.4% Af5:t 12.0' 8.5' 252 5009 SF 5009 SF 2A-R 40.1% 39.4% 11.1' -8.9' /1.3' 293 4889 SF 4689 SF IA-R 52.2% -----·----~ /1.7' 8.9' 11.J' 8.5' 9.0' t8.T -~ 212 5002 SF 5002 SF 2C 40.1% J9.5% -253 5000 SF 5000 SF JC-R 39.5% 43.6% I5.J' -294 48UJSF 4843 SF 28-R 41.4% ----~ -··- 213 5000 SF 5000 SF IA-R . 49.IX _ 49.0:l 14.J' -12.0' 9.6' 254 5000 SF 5000 SF 2A-R 40.2% 39.5% /1.1' -9.9' 11. 3' 295 4849 SF 4649 SF JA-R 42.8% -14.1' -8.5' - 5000 SF -----. ----f-----/1.1' 8.9' -214 5000 SF JC 39.5% lj.6:l I5.J' -8.5' 9.5' 255 5401 SF 5401 SF 18 45.2% 45.3% I5.J' 14.0' 8.7' 9.6' 296 4839 SF 4639 SF 2C-R 4J.Jj{ ----215 5103 SF 5/0J SF 18 41.9ft .,f.8.0:l I5.J' 14.0' 9.6' 258 5389 SF 5389 SF 1A-R 45.4ft 45.5% 15.3' 14.0' 8.7' 11.2' 297 -4829 SF -r 4629 SF IXB-R 52.8% -10.0' -- -· -- 5047 SF 12.3' 13.0' 216 5175 SF 2A 38.8% J8.2:t 11.1' -II.I' 11.J' 257 5000 SF 5000 SF JA-R 39.8% Af6% I5.J' -8.5' 9.0' 298 5193 SF 4963 SF 2A-R 40.5% ---~--9.7' --- 217 7020 SF 8190 SF IC-R 36.0% J6.1:t 15. 9' 15.6' 23.8' 22.J' 258 5097 SF ~97SF 2C-R 39.4% 38.8% I9.J' -____Jg!' -299 5193 SF 4981 SF JC-R 39.6% ,f.J.8:t I5.J' -9.5' 8.5' ----.. -I5.J' 11.J' 218 5469 SF 5101 SF 38-R 38.7% 42.7% I5.J' --9.0' 259 5467 SF 5461 SF JC·R 36.1% 39.9% 16.1' --I2.J' 12.0' JOO 5265 SF 5064 SF 28-R 48.JJ( 39.0% - 219 5455 SF 5106 SF 2A-R J/J.JJ( J8. 7:t 11.1' -9.9' 11.J' 260 5285 SF 5285 SF IXB-R 46.2ft 46.4% 12.2' -9.6' JOI 5369 SF 5168 SF JA-R -··-38.5% .,f.2.2% I5.J' -8.5' 9.0' 220 5429 SF 5100 SF IXB-R 419% -18.0:l 10.0' -9.6' 261 5000SF 5000 SF 2C-R 40.1% 39.5% --11.7' -8.9' 11.3' 302 5269 SF 5069 SF I8-R 39.6% 48.4% 19.4' 13.0' 9.6' 221 5455 SF 5106 SF JC-R 38.7% 42.l!t I5.J' -8.5' 9.0' 262 5000 SF 5000 SF JB-R 39.5% ij. 6X I5.J' -8.5' 9.0' JOJ 4646 SF 4445 SF JC 44.4% ,f/J.0% 10.0' lal' 9. o· 222 5003 SF 5003 SF r2B~R 40.1% 39.5% 115' 20. o· 11.J' 263 5000 SF 5000 SF -M--11-m:-R40.2% 39.5:t 11.1' -9.9' 11.J' 304 5630 SF 5381 SF 2A-R 37.3% J6.7% /0.0' -12.8' 11.J' 22J 5335 SF 5335 SF IC-R 45.8% 45.9% I6.f' -9.6' 264 5000 SF 5000 SF ~ 1A 48.9% 49.0% I5.J' 1ao· 9.6' 309" 10,233 SF -e -- 224 5427 SF 5427 SF JAR 36.6!1 402:t 211' 8.5' 9.0' 265 5120 SF 4722 SF 2C R 42.5% 4I.8:t w. 9-,--8.9' 11.J' 311' 1.95 AC 225 5082 SF -5082 SF 2C 39.5% J8.9% /1.(j' 8.9' 11.J' 266 5636 SF 4855 SF J8 40.7% 44.9:l 18.2' 117' 8.5' 9.0' 328' 1165 SF --~ -~ 228 6030 SF 5709 SF IC 42.8% 42.9:t I5.J' -9.2' 9.0' 267 5814 SF 4875 SF !XC 50.1% 50.JJ( 10.0' 9.6' 329' 1348 SF 221 6458 SF 5862 SF 28 J4.2% 18. 7' 268 5120 SF 4800 SF JA 41.4% 45.4:l I5.J' 8.5' 9.0' 330' 1197 SF 228 6624 SF 5316 SF IXA 45.6% 14.3' --269 5625 SF 47JJ SF 28 42.4% 41.7% 18.7' 19. 9' 11.J' JJI' 1500 SF --229 6790 SF 5559 SF JC-R 35.5% I5.J' -8.5' -270 5815 SF 5060 SF JC 39.0% -,ao' -14.0' - 230 6939 SF 5176 SF 28 34.7% 3~2% 18.8' 20.0' 9.5' 271 5280 SF 4519 SF 2A 44.5% -11.7' -10. /' -'H.O.A. LOTS 231 6571 SF 5313 SF J;4 31.4% ,ff.0% 14.9' 9.J' ta6' 10.5' -· 8.5' "RECREA IIONAL AREA LOTS -272 5252 SF 4521 SF JB-R 43.6% --- 15.f-' 12.0' --·--,___ ------232 6040 SF 4879 SF /XC 50.1% 50.2:t 9.6' 27J 5239 SF 4589 SF 2C-R 43.7% -11.1' -8.9' - 233 ~--·--· --5815 SF 4748 SF 28 42.JJ( 4f.6% 18. 7' 19.9' 1/.J' 274 5394 SF 48J3 SF IXA 50.8% -/J.5' -- 234 5589 SF 4640 SF JC 42. !jJ( 47.0!t 10.5' 13.0' 8.5' 9.5' 275 5667 SF 5035 SF 2C-R 39.9% -11.7' -IJ.8' - 235 5313 SF 4557 SF 2A 44.1% lj.,f:f 11.l' -9.9' 11.J' 276 5178 SF 4658 SF J;4 42.7% --15.0-,---8.5' - NOTES: /. "R • /NO/CA TES R£'vfRSEO Fl OORPlAN 2. 8.5' A .£RACE SIDE YARD SETBACK REOUIREO ON 66% OF LOTS. BUILDING COVERAGE PLAN I ; 241§ SF 2451 SF PLAN IX= 241§ SF 2451 SF PLAN 2 2A 2008 SF 1976 SF ?B. «' ,_ I 2006SF PLAN 3 JA = 1988 SF 2180 SF 38;,V f97-l-5F A .£RAG£ FRONT YARD SETBACK = H5 fl# !J.9' . -· -·-- ! REV/SEO: JJL Y 19, 2011 RC BERTSON RANCH REVJS£a· JJL Y 5, 2011 PA-18 REVISED: AUG. 2ll 2008 REV/SEO: MAY !, 2008 REV/SEO: DEC. 12, 2007 BENCHMARK: REV/S£a· OCl 15, 2007 SHEET 2 OF 5 SHEETS COKSISTENCY DETER~1INA TION EXHIBIT PREPAREa· AUG 2l! 2001 FOJ:PROJECTNO. P./1.0, 06-/.(.(Aj ~'i'-ofESS/o~ DESCRIPTION: STANOARO M-I0 STREET CENTERLINE 0"~ DESIGNED BY: K.H. DATE: NJG, 2007 Doef ,W.nmf¥::c1~ 1/2:i[ W lf)fjj-tf. OJ <".: M1l MONUMENT DRAWN BY: J,S. SCALE: >S SH0YfN Date: § '1)' ~ LOCATION: CENTERLINE OF R CAMINO REAL PROJECT MGR.· G.0, JOB NO.: 09-1270 "' -;:; NO. 32014 jii\ AT ENC/NEEH'S STAIION 454+92 C 0 N S U L T W'N T S \It EXP. 12/31/12 £ PER R.S 1800-1 ---. -· -- ~1h«t1 * * 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK RECOMMENDED BY: <.l'q CIVI~ i$,-'t-RECORD FROM: COUNTY BENCH LEVRS (NO. COUNTY .t"Rl Suite '00 Planning Corlsbod, C::ilifornia 92010 Processing DATE: ?'Lit? /.;l<11 I ~ OF CAI..Wtl'<' CON TROl OA TA) 760-931 -7700 Surveying h c.P 'O,~~ DATE: 1/l.i I,, Fax: 760-931-8680 • O'Ooy ELEVATION: 68.-179 OATU/1: /J.S.C. .t G.S. www.odoyconsultonts.com GEORGE O'J!JAY (T RCE: '32014 ©2007 Consultants, Inc, ' G:\01101~\11BOCD02.dwg Jul 25, 2011 4:19pm Xrt:h1: 11~0CD L _J -' 29.5' ; 6' TYPE 'G' CURB &-GUTTER--!-- REMOVE EXIST. /0'1AC OITCH PAVEMENT WIDENING 'ER om; !..JJ-6 0.5' J (TYP.) '8' ◄ 15' 19' E: ' ~,r,:,S7 SD EX/Sc -_16" PVC ;p,!_<"pk -R~ ·~ C NOTE! EXIST. 6" TYPE 'G' CURB &-CUTTER EXIST. 5' AC PAVEMENT Off:R ACCRECATE BASE EXISTING CANNON ROAD (REACH 3) 4• RcP_ 10' 8' 4' O.G TRA/l 2· ~ 2:f r.-~~- ' ~>;-..,_ I 3·-r I 'I:-VARIB £XIS11!1(; 6' TYPE 'G' CURB ,t WTT[R EXISTING 5• AC PAVEMENT 01£R AGG'i'EIN4 7E BAS£ 51' STA. 150+2/..18 TO STA. 164+-IO. lJ lTW11C JNO£X =-as VARIB 102'-!12' VARIES (51 '-61 '} J2' VA '!ES VARIES 32'-52' 10' EXIST. 5' AC PAVEMENT 01£R ACG'i'EIN4 7E BAS£ PROPOSEO 6' SOUNO WALL BER/I {4' IIAX) EXISTING COLLEGE BLVD. {REACH B,) (PER owe 433-6) a5• 5• ©2007 O'Day Consultants, Inc. G: \011014\11 B0CD0J.dwg Jul 25, 2011 4: 2Dpm Xrefs: 1180¢0 I IJ' 1J' STA. 103+34.12 TO STA. 116+25.39 TRAFFlC INNX = 8. 5 NO SCALE 60' ROW 17' 11' IJ' 6" TYPE •c• CURB &-GUTTER VA?'l(S, , CCNTERUNE FLEVATION 15 -IO S SHOl'IN ON PLAN EXISTING WIND TRAIL WAY 6 STA. fl+62J5 TO STA. 16-1-1.5.95 TRAmc /NNX : 6 NO SCALE 60' ROW ,r ,r 1J' 10' 6 • TYPE "G" CfN TCRI.INE ELEVATION CURB &-GUT !ER SHOl'IN ON PlAN EXISTING GLEN A VENUE 6 STA. 10+00 TO STA. 23+9282 TRAFFlC /NOE}( = 5 NO SCALE PUBUC P[OESTRIAN ACCCSS EASEMENT 6 EXISTING ROAO !MPROV£'MfNTS P£R 0/+G W-6, CT 02-16 '-.. 78' ROW lOT UN£ 10' 39' 10· SHEET 3 OF 5 SHEETS ~H/CH~Pr. ~U.D. 06-14(A) TYPICAL UN/..ESS NOT[O OTHt;RWISE e, D 11 11 . . - LANDSCAPE 10' 29' 29' 10' BUFFER 1------'~-+----~~---~~----c---~~-----~◄=-=c-- LANO SCAPE BUFFER I e. I~ VARIES 4' VARIES 5' 45'-/0 JO' 8' 20' -l.5'-10' 5' MEANDERING PCC SIDEWALK AC PA VfJJfNT AC PAVEMENT ELEVATION SHOl'IN ON PLAN -1!f_ 6" TYPE "G" CURB &-CUTTER 4" AC PAVEMENT OVER AGGREGATE BASE -✓ THICKNESS TO BE OETERMINEO BY R-VALUE TESTS (6" MIN.} 10' EXISTING HILLTOP STREET 6 39' STA. 10+00 TO STA. 12+12.10 lTW11C /NO£}( "" 8 18' ROW 39' 6" TYPE "G' CURB &-CUTTER /0' I I 5' MIN C, ..,, FF ~PAO+O. 5' -!--t-+-,--14% MAX AT CENTER EXIST. UNDERORAIN PER om; 408-4 --~ OF DRIVEWAY NO MOUND/NC THIS AR&4 (TOP OF SLOPE 0.5' MIN 1180'>1: SWAL[ &-NOT TO EXCC[O FINISH PAO ELEV.) PLACE F/B[R ROLL OUR/NG CONSTRUCTION =-,~:S~~t~=~==~-~~t--~,•=-pwA~LCRO.W. NOTE: I) LOTS W~L SURFACE ORAIN UNLESS SHOWN OTHERWiit. 2) TYPICAL /OT ORA/I/AGE PER GS-15. I CURB &-CUTTER TYPICAL FINISH LOT DQAINAGE LANDSCAPE 10' BUFFER ◄ 29' 29' 10• lANOSCAPE -+--------''-"-----------+-------""-----------l-----'--''-----------l BUFFER AND TEMPORARY EROSION CONTROL DETAIL VARIES 20'-JO' 20' '-.<?,. ~-f-5• l1~f~ AC PAff:MENT VARIE :18' o·-10· .J. AC PAVEMENT "- 8" MFOIAN CURB I ,,---£LEVA TION SHOl'IN ON PlAN 't::::: =:]'\~ '°:, MEANDERING J 7 PCC SIDEWALK 6" TYPE "G" CURB &-GUTTER 4" AC PAVEMENT OVER ACCRECATE BASE THICKNESS TO BE OETERMINEO BY R-VALUE SEE LANDSCAPE PLANS FOR MEO/AN OESIGN (HOA MAIN TAINEO) EXISTING HILLTOP STREET 6 STA. 12+12.10 TO STA. IJ+62.10 lNAFFlC INO£X =-8 NO SCALE CONSISTENCY DETER.11INATION EXHIBIT FOR PROJECT NO. P.U.0. 06-f,/.(.4) ae ~ ~ Date· :zl1-1 ( ' ( Dolleu, Planning Director RECOMMENDED HY:__.,IZ,a,a,✓ .. ;,w~v,,,....~ .. ;...,, ____ _ DATE: ?/4.,/aou / NO SCALE ~i-/ i-' \/,/ / '\:~~~ -/MEANDERING ltcc s10EWAlK 6" TYPE "G" CURB &-CUTTER /J' 5' 15' PCC SIOEWAlK ,r 6• TYPE •a• CURB ,t GUTTER 60' ROW 17' 4" AC PAVEMENT OVER fGGREIN47E BAS£ RAMSEY WAY & OCALA WA NO SCALE • LANDSCAPE BUFFER AT STREET SIDE YARO. IJ' "2:/ MAX PORl/ON OF PARKWAY FOR STREE. C STA. 19+00 TO 21+90 10' 2:f 18' 6" TYPE 'G" CURB ,t WTTER 2:f 56' ROW 36' 18' 10' 5' 2:f 0.5' -:"__.. ~ PCC S/DEWAU< 4' AC PA VE/JENT 01£R AGG1i'E~ TE BAS£ TYPICAL ,CUL-DE-SAC, j GLEN A VENUE, BERGEN PEAK PL. & A 'AHO PL. • STA. 321-JJ 19 TO STA. J3+68.89 Cl.DI A VfNU£ STA. /81-61.16 TO STA. 231-35. 11 STREET 'F' BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERl/NE IIUL /ION//MENT LOCAl ION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAllON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVfl.S (Na COUNTY '.£RT. CONTRa. OATA) ELEVATION: 68.419 OA!V/1: U.S.C. .t-GS. REV!SEO: JJ/. Y 5, 2011 REV!SEO: AUG 2o, 2008 REV!SEO: MAY 1, 2008 REV!S£0: OEC. 12, 2001 REV!SEO: OCT. 15, 2001 PREPARED: AUG 2o, 2001 2710 Loker A .. e. West Suite '00 Corlsbod, California 9201 O 760-931-7700 Fax: 760-931-8680 www.odaycansultants.cam NO SCALE RO C:RTSON RANCH PA-18 Civil Engine'=lring Planning Processing Surveying SHEET J OF 5 SHEETS DESIGNED BY: ~K=.H.~_ DATE: NJG. 2007 DRAWN BY: J.S. SCALE: IS SHOWN PROJECT MGR.· G.O. JOB NO.: 09-1270 ENGINEER OF WORK -j \) C. v 0 o' C - L ©200? i O'Day Consultants, Inc. G:\011014\11 0CD04 Xref::i: 0114BGRD-rev:.d0•1g'4JBuMI 25, 2011 4: 21pm ' ' AP· 0111! • p-G; 0114amap; 11SOCD· , I I ' 0114bs:tr; 11 BOPf P; 1180GGRD· , 1180GSTR· 011"' , • ._,utl; 0114gmap· 0114 t • gg xt: 0114butl; Pton1X0A· • Plan1X0B: P1an1X0C: Plan10A; P1on108· Pl ' an10C; Plon20A; Plan208; Plan20C, CONSISTENCY DETERMI ca FOR PROJECTNON~T~~N EXHIBIT ::¼0 ~ .. 06-/,l(A) Don Neu, Planning Director Date: 1 f 2, J () / RECOMMEl\DED BY: CJ« .. ~;,,, DA TE,~,,:1~:a~,,~Azi,2:l,ll!,~"'------- BENCHMARK: DESCRIPTION: LOCATION: STANOARO 1,1-10 llfll l,l(}NU/.IENT STREET CENTERUNE C£N lERUNE OF £l AT ENCINEER's STAr:::NO REAL PER R.S 1800-I ~4+92 RECORD FROM: COUNTY BENCH L£V£, CONTROL DATA) ZS (Na COUNTY VERT. ELEVATION: 68. 419 DA 1/JI,(: /I. S. C. ,t GS. Plon30A· Plon30 ' B; Plon30C; Plon1XOAR; P1an1XOBR· , Plan1X0CR· Pl 1 ' on OAR; Plon10BR· • P1on10CR; Plon20AR· ' Plon2DBR; Plan20CR; Plan30AR; Plon30BR; Plan3DCR -,.;. "\ ' :\? )'.,"( ,, ,,.-, fl·" 1~ <\ rtr r-,-.. '\µ \J ~\ ~~ :;;~ .. r:!'l :i :;>\ : ·t;!\}~ .. ~--·~f :;~ s:s t \'' ····F·.·t· .. t'' . I ~X- I \\;; I .;\ I •• • I • • I I I l I I I I I I. I I I . . : I I I I I SHEET 4 OF 5 SHEETS .U.D. 06-14(A) C.D. 11-11 o' 10· 40• ---20· 80' SCALE: 1" = 40, R£11/SED: .tlL Y ~ 201 REWSED: AUG I tpSED: UAY f°';Jfi8 RO 'ERTSON RANCH PA-18 WSED: DEC. i2, 200l REWSED: OCT. 1~ 2001 PREPARED: AUG 20, 2001 2710 Loker Ave. West S Corl _ Suite 100 Civil Engineering sbod, Col1fornla 92010 Planning 760 -931--7700 Processing FaK: 760-9Jl-Bl3B0 Surveying www.odoyconsultonls.com SHEET 4 OF 5 SHEETS ESIGNED BY: K.H. fRAWN BY: ___,J,,.,S.,_____~ DATE: AUG. 2007 ROJECT MGR.· G.0. SCALE: l" • 40' JOB N0.:_09-127L NGINEER OF WORK ~.wo:a DATE: RCE: _J ' ' ' I ' ' ' ' \ ,; ' ' ' ' ' I I ' ' . ' ' ' ' ' ' ' ' I ' ' ' ' : ' ' ' '' ' ' ' I ' ' I ' : \ \ -~;;:,.--=-..-'s . -. "' ' , I o· 10· I 40• _j ' -l \ \ L -I 18.J r I I ,! '! 1.f --20' 80' SCALE: 1" = 40' ©2oo7 O'0oy Consultants, Inc. G: \0110l<\1180C005 " I I I I I % I . I I I I----< Xrefs: 011480RD-R£V•ow09 Ju-I 2.5. 2011 4:25pm , 114BMAP· 01 Ht • p-G: 01t4ornop; 1180C0· 0 , 1Hb,tr; If 74.93 w- s.- ½. 5. ; ; ! I I ! I 1.51% 74;¥J ----i I ~~ mw· \ 71.05. · , r \ ~: 1-L_ ••• ----•f'l. V "" r I . . I I L 0 50' I ~ -~ 15.5 .. ;:.;;; .:.f8 ,._.,. -· 26 c;;;i----=\ ~I \ -1 I "I I ~t' \JP 15.4 -S.E.E SHE.ET 4 - I I 21 79.81 / ' F--7- 1 I I I I I I I 42 ~ c:, 1]_ 78.24 77. ___..jf - I I I . L--.J I..--0' i 2!02 50~ ~·tfil) 75.J " "5.5 •o· ,~ 75.J "'·$..j,.,.l..ltC 5.0' 0 -~1r __ , 75.15 74.90 ---8¥6 0 SHEET 5 OF 5 SHEETS P.U.D. 06-14(A) C.D. 11-11 0 I /J --77.6!f1P /.()8% JJ,48 'P I 7).143----72.~J 72,1;-:.__.iµ;,..'21--.53 \<~ 72.180 -13. 18 ?J.34 ?J.61 -llJ.36 . '!I----BV' ~VC---W---Bll(;-f'!H(/ VC pk. • 0 -trot --1102 71.1~5 ,, ;\ ('f§h ~ 74.6 5.0' 5.0' ' , ~ .. ', .. ~5 Ir 5.~•:.·2~6 i2C i '14.6 ~~ cw 75.0 5.0' 7 I I\.,)'. l :-,.i l -""-'=Sif-:c.. -· 7J.J 5.0' 5.0' ·(W) 2C --7J.2 7:6· • • I .. ~-----~·--·~···· 73.9 ,- 1 \ - I ; ---~-· ----;---------1~..Y -----;;: I I; , / .-.~~-•... ·~·: ... f .... '7····-4···.'. ,:~1·2··•· .... -;:· .. ,~•.· .. · .. · .. ~-·· .. ·.•······· .. ·._•·.··.,_;:-•~..••···.·_.•·,• .. ·,·"--_·_ .. _ .. ~.-·.···· ... • .. • ... ;. .. ---. .~--c-c-<""'"d ~-(,,., -~~'-" • • ~ ... -• ,,,. •··. • • ,' • •;),,! <•0.J · . . .. ,-. ~~w~ :0·.~ • . • ,---•• ~ <~.i .·· ....... •· • C.· ···--•• =• =·--•·='c ·~= . . .. • . . · • · · · · . . · . . · · C'/ ,, ;,, . • C '','Cc•• C/' ;•i<V' ~ • •. · • ... ~-• e• -----~, .. ,.-,,"~"-'-"·<·'"·----.... _µ_.-.----"--"·,, .,_,_,-;c~~--,~~,:-~--~~;ff:!~~~~~:::-__ -:-.. -=_it __ ~::=L , ____ ------___ '.:. . . . . . -. . ,,,/ _____,___ --·--·----_.,.;;;;;;.---·--=·--·=· =---1-----!J:_::;::::=----=···•:=•··---:.,--z. '/-•--···-------- -·=---.. :-.::= --·:::; --:::;· ······ _·; .:.,:;--i-i.··-----•• -. ;;::.:. =--.. .... / --~::..:~----:---:=-_:_ ... 7p :--------___ .,,.. ····:: :: -.z:'----1 7-.::·: " -., --.. .... .. .. .. __ $, ...... ;I. ..... : .. --.... --.. -· : :. ---- / 1~~ --,0 -------i-'t"RW--- ' CONSISTENCY DETER ),.., FOR PROffC, ~bN'),'J~N :JXHIBlT C IKWe . . . .e-tdAJ Don Neu, Planning Director Date: --r/ Z-J ( ( ( BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO M-10 S WR£ MONIJMCN T TRE£T COlllJ?LINE CENlEJIUNE OF £l. AT ENCINEER's srAC::fNO REAL PER R.S 1800-f "'' 454+92 COIJNTY BENCH lnfl (I CONTRa OATA} S "Na COIJNTY '11:RT. 68.119 OA TVM: /J. Sc, it C.S. ~~: :ftr ,9, 2011 RE"1S£!): AIJG.12011 Rfl1S£0: MA y 1. ,C ~SEO: OEC. i2, 2007 RO 'ERTSON RANCH PA-18 'SEO: CX:-T. I 5, 200 7 PREPAREO: A/JC. 2a 2/)()l 2710 Loker-A~·e, West c· . . S earl Svite 100 M! Cngmeering £bod, California 92010 Planning 760 93 I-77fJ0 Prt>t-ess1ng fal(: 760 931-B680 Swve:;fr,9 www.odoyccnsulionta.com SH££T 5 OF 5 SHEETS DESIGNED 'ifY: ~K.l:f,._,_,__. __ DRAWN 'ifY: J,S. DATE: AUG. 2(/111 PR SCALE: ____1_• a -1()' OJECT MGR.: G.Q. JOB NO.: 09-1270 ENGINEER or WORK DATE: RCE: 1180PFP· 011 • 4GMAP· 11 BOGSTR ' i 0114GUTL; 1180(.GRD· 011 4B • UTL; OlH7uV; P!ori1XOA; P!ono-:oa· ' Plcm1XOC; P\oniOA; P!on108; Plan10C, Pton20A; Plon20S; P)on20C; Pltm30k P! ,~m-308; ?!cinJOC; Plan1XOAR; Plon1X08R· Pl ' on.1XOCR; Plon10AR; P!onlOBR; P!<m10CR· ' P1an20AR: Plon20BR• ' P!ori20CR; P!an30AA; P!onJOBR; PlonJOCR I